US20170175412A1 - Post Reinforcement - Google Patents
Post Reinforcement Download PDFInfo
- Publication number
- US20170175412A1 US20170175412A1 US15/452,146 US201715452146A US2017175412A1 US 20170175412 A1 US20170175412 A1 US 20170175412A1 US 201715452146 A US201715452146 A US 201715452146A US 2017175412 A1 US2017175412 A1 US 2017175412A1
- Authority
- US
- United States
- Prior art keywords
- panel
- panels
- post
- post reinforcement
- reinforcement
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/22—Sockets or holders for poles or posts
- E04H12/2292—Holders used for protection, repair or reinforcement of the post or pole
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/22—Sockets or holders for poles or posts
- E04H12/2207—Sockets or holders for poles or posts not used
- E04H12/2215—Sockets or holders for poles or posts not used driven into the ground
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/22—Sockets or holders for poles or posts
- E04H12/2253—Mounting poles or posts to the holder
- E04H12/2269—Mounting poles or posts to the holder in a socket
Definitions
- the present invention is directed to a post reinforcement, and more particularly, to a post reinforcement which can at least partially surround and reinforcement a post.
- Posts and poles can be used in a variety of manners such as porch supports, fence posts, telephone/utility poles, and the like.
- the posts are often located outdoors, and in some cases are installed and set in cement foundations, for example foundations up to around three to four feet deep.
- cement foundations for example foundations up to around three to four feet deep.
- the post When the post is made of wood or other materials susceptible to degradation, wear or rot, the post may lose structural integrity due to repeated exposure to moisture and natural forces, thereby putting the post at risk for failure.
- Posts are typically most vulnerable to rotting at or just below ground level.
- rain water typically collects on top of the concrete, thereby increasing the post's exposure to moisture at or just below ground level.
- the remainder of the length of the post is structurally sound. Accordingly, reinforcement of the post at ground level may increase the useful life of the post as a functional support and help to avoid or postpone the costs associated with replacing the entire post.
- the invention is a post reinforcement including a panel having a body portion and a stake portion.
- the post reinforcement further includes a first barb coupled to and extending away from the panel, wherein the first barb is generally positioned on a first side of the panel.
- the post reinforcement also includes a second barb coupled to and extending away from the panel, wherein the second barb is generally positioned on a second side of the panel opposite the first side.
- FIG. 1 is a front perspective view of one embodiment of a post reinforcement
- FIG. 2 is a left side view of the post reinforcement of FIG. 1 , but showing an inwardly-angled stake portion;
- FIG. 3 is a rear (interior) view of the post reinforcement of FIG. 1 ;
- FIG. 4 is right side view of the post reinforcement of FIG. 1 ;
- FIG. 5 illustrates the post reinforcement of FIG. 1 secured to an embedded post
- FIG. 6 is a front perspective view of another embodiment of the post reinforcement.
- an embodiment of a post reinforcement 10 includes a center or main panel 12 and two opposed side panels 14 positioned an opposite ends of the main panel 12 .
- Each of the panels 12 , 14 is shown as a generally flat, rectangular piece of sheet-like material with a generally rectangular body or body portion 13 .
- the center panel 12 and each side panel 14 are set at angles to each other to define a cavity or receptacle 16 therebetween that is sized and shaped to receive a post or pole 15 ( FIG. 5 ) therein, such a wooden post.
- the panels 12 , 14 are roughly equally shaped and sized, and positioned at about 90° relative to the adjacent panel(s) such that the receptacle 16 has a generally square or rectangular cross-section, for example to receive a 4′′ ⁇ 4′′ post 15 .
- the post reinforcement 10 is depicted with three total panels 12 , 14 , it should be understood that the post reinforcement 10 may include more panels, up to and including an amount sufficient to completely enclose the post 15 , if desired. Alternatively, the post reinforcement 10 can include fewer panels than those shown to abut fewer sides of the post 15 (for example, one of the depicted panels 14 could be omitted). It should be further understood that the panels 12 , 14 may take any shape, size, and relative orientation as appropriate to closely receive and/or fit about a particular target post 15 , including posts with any of a variety of polygonal and/or curved cross sections. In one embodiment, the post reinforcement 10 may include only a single curved panel, or more than one panel, to define a receptacle 16 with a generally semicircular or generally circular cross-section, for example to receive a cylindrical pole.
- One or more of the panels 12 , 14 can have a stake portion 18 or portions 18 extending from a bottom 20 of the body portion 13 of the respective panel 12 , 14 .
- the stake portion 18 may be integrally formed with the panel 12 , 14 , or alternatively formed of a separate piece of material.
- the post reinforcement 10 is installed on a post 15 , the stake portion 18 is driven downward between the post 15 and the surrounding support structure, substrate or surface 17 (e.g., the cement foundation, soil, etc.) as shown in FIG. 5 .
- Each stake portion 18 may taper to a point 22 , which may facilitate installation of the post reinforcement 10 by providing a penetrating point.
- the post reinforcement 10 may be able to be pounded into place from above with a hammer, mallet, or the like, by concentrating the force of the blows to a small surface area (via the points 22 in one case) and driving the post reinforcement 10 into/below the surrounding support structure 17 .
- each of the three panels 12 , 14 includes a stake portion 18 , and each stake portion 18 has about the same size and shape.
- the post reinforcement 10 may include stake portions 18 on fewer than all of the panels 12 , 14 , and/or different panels 12 , 14 may include stake portions 18 with different shapes and/or dimensions (length and/or width).
- the post reinforcement 10 can include multiple stake portions 18 per panel 12 , 14 , and/or stake portions 18 with shapes different from the triangular shape of the depicted embodiment, for example jagged/serrated, W-shaped, U-shaped, square-shaped, trapezoidal, or any of a variety of other polygonal or curved forms.
- one or more, or all (see FIG. 6 ), of the stake portions 18 may be angled slightly inward toward the receptacle 16 , or the stake portions 18 may be otherwise inwardly-biased and/or spring-loaded.
- each stake portion 18 is angled inwardly relative to the body 13 of the associated panel 12 , 14 by up to about 20° or less, or up to about 10° or less. Only the stake portion 18 associated with the main panel 12 in FIG. 2 is shown angled in this manner for illustrative purposes, although it should be understood the other stake portions 18 may be similarly angled.
- the stake portion(s) 18 may need to be splayed slightly outwardly from their normal position (for example, into planar alignment with the body 13 of the panels 12 , 14 ), to allow the reinforcement 10 to receive the post 15 in the receptacle 16 .
- the stake portions 18 are biased into the sides of the post 15 in a gripping fashion, and the points 22 may at least slightly initially penetrate into the post 15 .
- the points 22 may further penetrate into the post 15 for a more secure installation.
- One or more of the stake portions 18 may further include inwardly-oriented barbs 24 that project into/toward the receptacle 16 and/or outwardly-oriented barbs 26 that project outwardly from the stake portions 18 away from the receptacle 16 and toward the surrounding support structure 17 .
- the inwardly-oriented barbs 24 are positioned above the outwardly-oriented barbs 26 (i.e. the inwardly-oriented barbs 24 are positioned between the outwardly-oriented barbs 26 and body 13 of the panels 12 , 14 ), and the inwardly-oriented barbs 24 are larger in size, but this need not be the case.
- each stake portion 18 need not necessarily include the same number and/or configuration of barbs 24 , 26 .
- the inwardly-oriented barbs 24 anchor into the body of the post 15 , for example by fully or partially penetrating into the post 15 below ground level, thereby improving stability of the system. If the stake portions 18 are angled inwardly, this helps to drive the barbs 24 into the post 15 .
- the outwardly-oriented barbs 26 anchor into the surrounding support structure 17 , providing resistance against uprooting of the post reinforcement 10 once installed.
- the barbs 24 , 26 may be set at a slight angle, for example up to about 30° or less, or up to about 15° or less, relatively to a main portion/body portion of the associated stake portion 18 .
- the barbs 24 , 26 are generally triangular in shape, and are integrally formed with the stake portions 18 .
- the barbs 24 , 26 may alternately be external components attached to the stake portions 18 , and that the barbs 24 , 26 may be formed in any of a variety of shapes, for example jagged/serrated, W-shaped, U-shaped, square-shaped, trapezoidal, or any of a variety of other polygonal or curved forms.
- the post reinforcement 10 may include one or more strike surfaces 28 to facilitate installation thereof.
- the strike surface 28 takes the form of a flange positioned at or proximate to the top 30 of the body 13 of one or more of the panel 12 , 14 .
- the strike surface 28 may be a flange or surface that extends generally perpendicularly from the body 13 of the panel 12 , 14 to which it is attached, as depicted.
- the strike surface(s) 28 may be positioned anywhere along one or more of the panels 12 , 14 suitable for providing an accessible surface to receive the head of a mallet, hammer, or other driving device to install the post reinforcement 10 by striking the strike surface 28 to drive the reinforcement 10 downwardly.
- the strike surface 28 may be integral with its respective panel 12 , 14 , or it may be a separate component attached thereto. Each panel 12 , 14 may have a strike surface 28 that extends along the majority of the top 30 of its respective body 13 . Alternately, one or more panels 12 , 14 may lack a strike surface 28 , and/or the strike surfaces 28 may extend along only a portion of the length of the top 30 of the body 13 of the panel 12 , 14 . Each or all of the strike surfaces 28 may have a surface area of at least about one square inch in one case, or at least about four square inches in another case, to provide a sufficient surface area for striking.
- the post reinforcement 10 may include any of a variety of additional features to facilitate secure attachment to the target post 15 .
- one or more of the panels 12 , 14 includes one or more openings 32 in the body 13 thereof. Each opening 32 may be sized and/or configured to receive a fastener 34 therein/therethrough, such as a wood screw, lag screw, etc. to directly secure the post reinforcement 10 to the target post 15 .
- panels 12 , 14 positioned opposite to each other across the receptacle 16 may include aligned openings 36 to receive a bolt 38 or other fastener therethrough.
- a bore may need to be drilled through the target post 15 at the appropriate location of the post 15 to line up with the openings 36 .
- the opening 36 on one side panel 14 may be slightly larger than the opening 36 on the opposite side panel 14 (for example, the opening 36 on one panel 14 can have a 3 ⁇ 8 inch diameter and the opening 36 on the other panel 14 can have a 1 ⁇ 2 inch diameter) to provide some flexibility in case the bore through the target post 15 is not perfectly aligned with the openings 36 .
- a nut 40 ( FIG. 1 ) may be used to secure the bolt 38 in place.
- the bodies 13 of one or more of the panels 12 , 14 of the post reinforcement 10 may further include one or more teeth 42 extending inward into/toward the receptacle 16 to penetrate into and grip the target post 15 above ground level.
- only the panels 14 include teeth 42 , and the teeth 42 are at different vertical positions relative to each other on their respective panels 14 (see FIG. 3 ).
- the teeth 42 may be integral with the panels 14 to which they are attached, and they may be positioned/extend generally perpendicular to the body 13 of their respective panel 14 .
- the post reinforcement 10 includes both the openings 32 / 36 and the teeth 42 on the same ones of panels 12 , 14 .
- the tightening of the bolt 38 and/or fastener 34 can serve to drive the teeth 42 into the target post 15 .
- the teeth 42 may alternately be driven into the target post 15 by other means, including, for example via direct force applied to the panel 12 / 14 with a hammer, mallet, or the like.
- the teeth 42 are generally triangular in shape, but the teeth 42 may alternately be formed in any of a variety of shapes, for example jagged/serrated, W-shaped, U-shaped, square-shaped, trapezoidal, or any of a variety of other polygonal or curved forms.
- the post reinforcement 10 may be constructed of any of a variety of materials, and the components thereof may be sized and proportioned according to the particular application, without departing from the scope of this disclosure.
- the post reinforcement 10 is formed from a single unitary or integral, seamless sheet of material, for example in one case galvanized steel with a thickness of about 3 ⁇ 8 inch or greater. Accordingly, all of the components that form the basic body of the post reinforcement 10 , including the panels 12 , 14 , the stake portions 18 , the barbs 24 , 26 , the strike surfaces 28 , the teeth 42 , and the like may be shaped by cutting and bending the single sheet of material as appropriate.
- the various components may be formed of a variety of materials including metals, polymers, composites, ceramics, plastics, acrylics, wood, and the like, or combinations thereof, and/or the various components may be separately formed and attached together by any of a variety of methods known in the art, such as welding, riveting, gluing, nailing, and the like, or combinations thereof.
- One exemplary embodiment of the post reinforcement 10 suitable for reinforcing a 4′′ ⁇ 4′′ wooden post may have dimensions as follows, constructed, for example, from a single sheet of galvanized steel.
- the reinforcement 10 may have three panels 12 , 14 , each with a body about 6 inches tall and about 3.75 inches wide, set perpendicularly to each other to define the receptacle 16 such as that shown in FIG. 1 .
- Strike surfaces 28 may extend about 1 ⁇ 4 inch outward from each panel 12 , 14 , in a direction perpendicular to the body 13 of the associated panel 12 , 14 and away from the receptacle 16 .
- Each panel 12 , 14 may include a generally triangular stake portion 18 extending about 6 inches from the bottom 20 thereof and tapering from a width of about 2 inches at the bottom 20 of the panel 12 , 14 to the point 22 .
- Each stake portion 18 may be centered along the width of its respective panel 12 , 14 .
- Each stake portion 18 may have its lower tip 22 positioned inward in the direction of the receptacle 16 by about 1 ⁇ 8′′ to 1 ⁇ 4′′ relative to the body 13 of the associated panel 12 , 14 .
- Each stake portion 18 may include an inwardly-oriented barb 24 and an outwardly-oriented barb 26 , where each barb 24 , 26 is formed from a generally-triangular notch cut into the stake portion 18 and bent inwardly/outwardly (as appropriate) such that the tip of the barb 24 , 26 is positioned about 1 ⁇ 4 of an inch from the main body of the respective stake portion 18 .
- the barbs 24 , 26 may up to between about 1 and 1.5 inches long.
- Each panel 12 , 14 may include openings 32 about 1 ⁇ 4 inch in diameter to receive screws therein, which in one embodiment may be about 2 inches long.
- the opposed panels 14 may also include aligned openings 36 that are sized at about 3 ⁇ 8 inch in diameter on one panel 14 and about 1 ⁇ 2 inch in diameter on the other panel 14 to receive the bolt 38 therethrough.
- the side panels 14 may further include teeth 42 that are formed from generally-triangular notches about 1 ⁇ 4 inch in length, cut into the bodies 13 of the side panels 14 and bent inwardly such that the teeth 14 extend into the receptacle 16 at about a 90° angle. It should be appreciated that these dimensions are exemplary only, and that a suitable post reinforcement 10 for a 4′′ ⁇ 4′′ post, or other size post, may alternately take many of a variety of other specific dimensions.
- the post reinforcement 10 may be used as follows, with reference to the non-limiting embodiment set forth above.
- the user locates a post 15 in need of reinforcement, for example a wooden, wood-based, composite or other type of post at risk of collapse due to rotting wood at or near ground level.
- the post reinforcement 10 is positioned about the outer perimeter of the target post 15 at ground level, with the points 22 of the stake portions 18 on the ground and the target post 15 received in the receptacle 16 . To position the reinforcement 10 about the target post 15 , it may be necessary to move the stake portions 18 outward against their bias to allow the post reinforcement 10 to fit about the post 15 .
- a three-sided embodiment of the post reinforcement 10 may enable ease of installation by attaching the reinforcement 10 from the side of the post 15 in an interference/press fit, but a one, two, or four-sided embodiment may alternately be used.
- two separate two-sided reinforcements 10 could be used to surround the entire target post 15 without the installment complications inherent to a four-sided design. In this case, however, the barbs 24 , 26 and teeth 42 may need to be adjusted as desired.
- the user strikes the strike surfaces 28 to drive the reinforcement 10 into the support structure 17 . It may be necessary to use the strike surfaces 28 on more than one of the panels 12 , 14 to facilitate installation. The user continues to drive the reinforcement 10 into the support structure 17 until the stake portions 18 are entirely, or substantially entirely, embedded in the support structure 17 , as shown in FIG. 5 .
- the bottoms 20 of the panels 12 , 14 may or may be driven into the support structure 17 to some extent. Bottoms 20 also act as a stop surface so the user knows when to stop driving the post reinforcement 10 into the support structure 17 .
- the points 22 thereof may penetrate into the target post 15 at a location beneath the top/ground level of the support structure 17 .
- the barbs 24 , 26 will thus serve as anchors to resist subsequent removal of the reinforcement 10 by pulling from above.
- wood screws 34 may be inserted through the openings 32 of the panels 12 , 14 and driven into the target post 15 to secure the reinforcement 10 to the target post 15 above ground level. Further, a hole may be bored through the target post 15 between the openings 36 of the side panels 14 , and a bolt 38 may be passed therethrough and secured with the nut 40 to provide further above-ground securement of the reinforcement 10 . Securing the bolt 38 and/or the wood screws 34 also causes or assists the teeth 42 to penetrate the target post 15 , providing still further support to keep the reinforcement 10 in place.
- the disclosed post reinforcement 10 may extend the usable life of a post 15 that has been weakened at or near ground level, for example as a result of rotting wood, by strengthening the post 15 at the weakened location.
- the post reinforcement 10 can be used at the time of installation of the post 15 and/or prior to showing signs of rot or weakness, as a protective measure.
Abstract
A post reinforcement including a panel having a body portion and a stake portion. The post reinforcement further includes a first barb coupled to and extending away from the panel, wherein the first barb is generally positioned on a first side of the panel. The post reinforcement also includes a second barb coupled to and extending away from the panel, wherein the second barb is generally positioned on a second side of the panel opposite the first side.
Description
- This application is a continuation of U.S. application Ser. No. 15/004,486 entitled POST REINFORCEMENT and filed on Jan. 22, 2016, which in turn claims priority to U.S. Provisional Patent Application Ser. No. 62/107,041 entitled POST REINFORCEMENT and filed on Jan. 23, 2015. The entire contents of both of these applications are hereby incorporated by reference.
- The present invention is directed to a post reinforcement, and more particularly, to a post reinforcement which can at least partially surround and reinforcement a post.
- Posts and poles can be used in a variety of manners such as porch supports, fence posts, telephone/utility poles, and the like. The posts are often located outdoors, and in some cases are installed and set in cement foundations, for example foundations up to around three to four feet deep. When the post is made of wood or other materials susceptible to degradation, wear or rot, the post may lose structural integrity due to repeated exposure to moisture and natural forces, thereby putting the post at risk for failure.
- Posts are typically most vulnerable to rotting at or just below ground level. In particular, when such posts are set in concrete, rain water typically collects on top of the concrete, thereby increasing the post's exposure to moisture at or just below ground level. In many cases, aside from a weakened portion at or near ground level, the remainder of the length of the post is structurally sound. Accordingly, reinforcement of the post at ground level may increase the useful life of the post as a functional support and help to avoid or postpone the costs associated with replacing the entire post.
- In one embodiment, the invention is a post reinforcement including a panel having a body portion and a stake portion. The post reinforcement further includes a first barb coupled to and extending away from the panel, wherein the first barb is generally positioned on a first side of the panel. The post reinforcement also includes a second barb coupled to and extending away from the panel, wherein the second barb is generally positioned on a second side of the panel opposite the first side.
-
FIG. 1 is a front perspective view of one embodiment of a post reinforcement; -
FIG. 2 is a left side view of the post reinforcement ofFIG. 1 , but showing an inwardly-angled stake portion; -
FIG. 3 is a rear (interior) view of the post reinforcement ofFIG. 1 ; -
FIG. 4 is right side view of the post reinforcement ofFIG. 1 ; -
FIG. 5 illustrates the post reinforcement ofFIG. 1 secured to an embedded post; and -
FIG. 6 is a front perspective view of another embodiment of the post reinforcement. - With reference to
FIGS. 1-5 , an embodiment of apost reinforcement 10 includes a center ormain panel 12 and two opposedside panels 14 positioned an opposite ends of themain panel 12. Each of thepanels body portion 13. Thecenter panel 12 and eachside panel 14 are set at angles to each other to define a cavity orreceptacle 16 therebetween that is sized and shaped to receive a post or pole 15 (FIG. 5 ) therein, such a wooden post. In the depicted embodiment, thepanels receptacle 16 has a generally square or rectangular cross-section, for example to receive a 4″×4″post 15. - Though the
post reinforcement 10 is depicted with threetotal panels post reinforcement 10 may include more panels, up to and including an amount sufficient to completely enclose thepost 15, if desired. Alternatively, thepost reinforcement 10 can include fewer panels than those shown to abut fewer sides of the post 15 (for example, one of the depictedpanels 14 could be omitted). It should be further understood that thepanels particular target post 15, including posts with any of a variety of polygonal and/or curved cross sections. In one embodiment, thepost reinforcement 10 may include only a single curved panel, or more than one panel, to define areceptacle 16 with a generally semicircular or generally circular cross-section, for example to receive a cylindrical pole. - One or more of the
panels stake portion 18 orportions 18 extending from abottom 20 of thebody portion 13 of therespective panel stake portion 18 may be integrally formed with thepanel post reinforcement 10 is installed on apost 15, thestake portion 18 is driven downward between thepost 15 and the surrounding support structure, substrate or surface 17 (e.g., the cement foundation, soil, etc.) as shown inFIG. 5 . Eachstake portion 18 may taper to apoint 22, which may facilitate installation of thepost reinforcement 10 by providing a penetrating point. - The
post reinforcement 10 may be able to be pounded into place from above with a hammer, mallet, or the like, by concentrating the force of the blows to a small surface area (via thepoints 22 in one case) and driving thepost reinforcement 10 into/below the surroundingsupport structure 17. In the depicted embodiment, each of the threepanels stake portion 18, and eachstake portion 18 has about the same size and shape. Alternately, thepost reinforcement 10 may includestake portions 18 on fewer than all of thepanels different panels stake portions 18 with different shapes and/or dimensions (length and/or width). Further alternately thepost reinforcement 10 can includemultiple stake portions 18 perpanel stake portions 18 with shapes different from the triangular shape of the depicted embodiment, for example jagged/serrated, W-shaped, U-shaped, square-shaped, trapezoidal, or any of a variety of other polygonal or curved forms. - In one embodiment one or more, or all (see
FIG. 6 ), of thestake portions 18 may be angled slightly inward toward thereceptacle 16, or thestake portions 18 may be otherwise inwardly-biased and/or spring-loaded. For example, in one case eachstake portion 18 is angled inwardly relative to thebody 13 of the associatedpanel stake portion 18 associated with themain panel 12 inFIG. 2 is shown angled in this manner for illustrative purposes, although it should be understood theother stake portions 18 may be similarly angled. Accordingly, in this embodiment, to install thepost reinforcement 10 onto apost 15, the stake portion(s) 18 may need to be splayed slightly outwardly from their normal position (for example, into planar alignment with thebody 13 of thepanels 12, 14), to allow thereinforcement 10 to receive thepost 15 in thereceptacle 16. Thus, when thereinforcement 10 is positioned on thepost 15, thestake portions 18 are biased into the sides of thepost 15 in a gripping fashion, and thepoints 22 may at least slightly initially penetrate into thepost 15. When thepost reinforcement 10 is driven into thesupport structure 17 from above, thepoints 22 may further penetrate into thepost 15 for a more secure installation. - One or more of the
stake portions 18 may further include inwardly-oriented barbs 24 that project into/toward thereceptacle 16 and/or outwardly-oriented barbs 26 that project outwardly from thestake portions 18 away from thereceptacle 16 and toward the surroundingsupport structure 17. In the depicted embodiment, the inwardly-oriented barbs 24 are positioned above the outwardly-oriented barbs 26 (i.e. the inwardly-oriented barbs 24 are positioned between the outwardly-oriented barbs 26 andbody 13 of thepanels 12, 14), and the inwardly-oriented barbs 24 are larger in size, but this need not be the case. In embodiments withmultiple stake portions 18, eachstake portion 18 need not necessarily include the same number and/or configuration ofbarbs post reinforcement 10 is installed on apost 15, the inwardly-oriented barbs 24 anchor into the body of thepost 15, for example by fully or partially penetrating into thepost 15 below ground level, thereby improving stability of the system. If thestake portions 18 are angled inwardly, this helps to drive thebarbs 24 into thepost 15. The outwardly-oriented barbs 26 anchor into the surroundingsupport structure 17, providing resistance against uprooting of thepost reinforcement 10 once installed. - The
barbs stake portion 18. In the depicted embodiment, thebarbs stake portions 18. However it should be appreciated that thebarbs stake portions 18, and that thebarbs - The
post reinforcement 10 may include one ormore strike surfaces 28 to facilitate installation thereof. In one embodiment, thestrike surface 28 takes the form of a flange positioned at or proximate to thetop 30 of thebody 13 of one or more of thepanel strike surface 28 may be a flange or surface that extends generally perpendicularly from thebody 13 of thepanel panels post reinforcement 10 by striking thestrike surface 28 to drive thereinforcement 10 downwardly. Thestrike surface 28 may be integral with itsrespective panel panel strike surface 28 that extends along the majority of thetop 30 of itsrespective body 13. Alternately, one ormore panels strike surface 28, and/or thestrike surfaces 28 may extend along only a portion of the length of thetop 30 of thebody 13 of thepanel strike surfaces 28 may have a surface area of at least about one square inch in one case, or at least about four square inches in another case, to provide a sufficient surface area for striking. - The
post reinforcement 10 may include any of a variety of additional features to facilitate secure attachment to thetarget post 15. In one embodiment, one or more of thepanels more openings 32 in thebody 13 thereof. Eachopening 32 may be sized and/or configured to receive afastener 34 therein/therethrough, such as a wood screw, lag screw, etc. to directly secure thepost reinforcement 10 to thetarget post 15. In one embodiment,panels opposed side panels 14 in the depicted embodiment) may include alignedopenings 36 to receive abolt 38 or other fastener therethrough. To facilitate installation of thebolt 38, a bore may need to be drilled through thetarget post 15 at the appropriate location of thepost 15 to line up with theopenings 36. In one embodiment, theopening 36 on oneside panel 14 may be slightly larger than theopening 36 on the opposite side panel 14 (for example, theopening 36 on onepanel 14 can have a ⅜ inch diameter and theopening 36 on theother panel 14 can have a ½ inch diameter) to provide some flexibility in case the bore through thetarget post 15 is not perfectly aligned with theopenings 36. A nut 40 (FIG. 1 ) may be used to secure thebolt 38 in place. - The
bodies 13 of one or more of thepanels post reinforcement 10 may further include one ormore teeth 42 extending inward into/toward thereceptacle 16 to penetrate into and grip thetarget post 15 above ground level. In the depicted embodiment, only thepanels 14 includeteeth 42, and theteeth 42 are at different vertical positions relative to each other on their respective panels 14 (seeFIG. 3 ). Theteeth 42 may be integral with thepanels 14 to which they are attached, and they may be positioned/extend generally perpendicular to thebody 13 of theirrespective panel 14. - In one embodiment, the
post reinforcement 10 includes both theopenings 32/36 and theteeth 42 on the same ones ofpanels bolt 38 and/orfastener 34 can serve to drive theteeth 42 into thetarget post 15. Theteeth 42 may alternately be driven into thetarget post 15 by other means, including, for example via direct force applied to thepanel 12/14 with a hammer, mallet, or the like. In the depicted embodiment, theteeth 42 are generally triangular in shape, but theteeth 42 may alternately be formed in any of a variety of shapes, for example jagged/serrated, W-shaped, U-shaped, square-shaped, trapezoidal, or any of a variety of other polygonal or curved forms. - The
post reinforcement 10 may be constructed of any of a variety of materials, and the components thereof may be sized and proportioned according to the particular application, without departing from the scope of this disclosure. In one embodiment, thepost reinforcement 10 is formed from a single unitary or integral, seamless sheet of material, for example in one case galvanized steel with a thickness of about ⅜ inch or greater. Accordingly, all of the components that form the basic body of thepost reinforcement 10, including thepanels stake portions 18, thebarbs teeth 42, and the like may be shaped by cutting and bending the single sheet of material as appropriate. Alternately, the various components may be formed of a variety of materials including metals, polymers, composites, ceramics, plastics, acrylics, wood, and the like, or combinations thereof, and/or the various components may be separately formed and attached together by any of a variety of methods known in the art, such as welding, riveting, gluing, nailing, and the like, or combinations thereof. - One exemplary embodiment of the
post reinforcement 10 suitable for reinforcing a 4″×4″ wooden post may have dimensions as follows, constructed, for example, from a single sheet of galvanized steel. Thereinforcement 10 may have threepanels receptacle 16 such as that shown inFIG. 1 . Strike surfaces 28 may extend about ¼ inch outward from eachpanel body 13 of the associatedpanel receptacle 16. Eachpanel triangular stake portion 18 extending about 6 inches from the bottom 20 thereof and tapering from a width of about 2 inches at the bottom 20 of thepanel point 22. Eachstake portion 18 may be centered along the width of itsrespective panel stake portion 18 may have itslower tip 22 positioned inward in the direction of thereceptacle 16 by about ⅛″ to ¼″ relative to thebody 13 of the associatedpanel stake portion 18 may include an inwardly-orientedbarb 24 and an outwardly-orientedbarb 26, where eachbarb stake portion 18 and bent inwardly/outwardly (as appropriate) such that the tip of thebarb respective stake portion 18. Thebarbs - Each
panel openings 32 about ¼ inch in diameter to receive screws therein, which in one embodiment may be about 2 inches long. Theopposed panels 14 may also include alignedopenings 36 that are sized at about ⅜ inch in diameter on onepanel 14 and about ½ inch in diameter on theother panel 14 to receive thebolt 38 therethrough. Theside panels 14 may further includeteeth 42 that are formed from generally-triangular notches about ¼ inch in length, cut into thebodies 13 of theside panels 14 and bent inwardly such that theteeth 14 extend into thereceptacle 16 at about a 90° angle. It should be appreciated that these dimensions are exemplary only, and that asuitable post reinforcement 10 for a 4″×4″ post, or other size post, may alternately take many of a variety of other specific dimensions. - The
post reinforcement 10 may be used as follows, with reference to the non-limiting embodiment set forth above. The user locates apost 15 in need of reinforcement, for example a wooden, wood-based, composite or other type of post at risk of collapse due to rotting wood at or near ground level. Thepost reinforcement 10 is positioned about the outer perimeter of thetarget post 15 at ground level, with thepoints 22 of thestake portions 18 on the ground and thetarget post 15 received in thereceptacle 16. To position thereinforcement 10 about thetarget post 15, it may be necessary to move thestake portions 18 outward against their bias to allow thepost reinforcement 10 to fit about thepost 15. A three-sided embodiment of thepost reinforcement 10 may enable ease of installation by attaching thereinforcement 10 from the side of thepost 15 in an interference/press fit, but a one, two, or four-sided embodiment may alternately be used. In one embodiment, two separate two-sided reinforcements 10 could be used to surround theentire target post 15 without the installment complications inherent to a four-sided design. In this case, however, thebarbs teeth 42 may need to be adjusted as desired. - Using a hammer, a mallet, or other appropriate tool, or in some cases stepping with a boot or the like, the user strikes the strike surfaces 28 to drive the
reinforcement 10 into thesupport structure 17. It may be necessary to use the strike surfaces 28 on more than one of thepanels reinforcement 10 into thesupport structure 17 until thestake portions 18 are entirely, or substantially entirely, embedded in thesupport structure 17, as shown inFIG. 5 . Thebottoms 20 of thepanels support structure 17 to some extent.Bottoms 20 also act as a stop surface so the user knows when to stop driving thepost reinforcement 10 into thesupport structure 17. Due at least in part to the bias of thestake portions 18, thepoints 22 thereof may penetrate into thetarget post 15 at a location beneath the top/ground level of thesupport structure 17. Thebarbs reinforcement 10 by pulling from above. - With the
post reinforcement 10 in position in thesupport structure 17, wood screws 34 may be inserted through theopenings 32 of thepanels target post 15 to secure thereinforcement 10 to thetarget post 15 above ground level. Further, a hole may be bored through thetarget post 15 between theopenings 36 of theside panels 14, and abolt 38 may be passed therethrough and secured with thenut 40 to provide further above-ground securement of thereinforcement 10. Securing thebolt 38 and/or the wood screws 34 also causes or assists theteeth 42 to penetrate thetarget post 15, providing still further support to keep thereinforcement 10 in place. - In one embodiment, the
post reinforcement 10 may further be incorporated into a system including a chemical or substance that inhibits or prevents the rotting of wood. For example, a wood epoxy mixture may be spread on the base of thetarget post 15 before installation of thepost reinforcement 10. In one embodiment, the interior portions of thepost reinforcement 10 may be coated with such a product to facilitate its application to difficult-to-access portions of thetarget post 15, for example, to locations at or below ground level. - Accordingly, the disclosed
post reinforcement 10 may extend the usable life of apost 15 that has been weakened at or near ground level, for example as a result of rotting wood, by strengthening thepost 15 at the weakened location. Alternately, thepost reinforcement 10 can be used at the time of installation of thepost 15 and/or prior to showing signs of rot or weakness, as a protective measure. - Although the invention is shown and described with respect to certain embodiments, it should be clear that modifications will occur to those skilled in the art upon reading and understanding the specification, and the present invention includes all such modifications.
Claims (20)
1. A post reinforcement comprising:
a first panel;
a second panel attached to the first panel at an angle thereto;
a third panel attached to the first panel at an angle thereto, wherein the first, second and third panels define a receptacle therebetween, each of the first, second and third panels includes a body portion, and at least one of the first, second or third panels includes a stake portion extending from a bottom of the associated body portion; and
a strike surface coupled to one of the second or third panels and oriented generally perpendicular to the body portion of the associated one of the second or third panels.
2. The post reinforcement of claim 1 further comprising a supplemental strike surface coupled to the other one of the second or third panels and oriented generally perpendicular to the body portion of the other one of the second or third panels.
3. The post reinforcement of claim 1 further comprising a first supplemental strike surface coupled to the other one of said second or third panels and oriented generally perpendicular to the body portion of the other one of the second or third panels, and a second supplemental strike surface coupled to said first panel and oriented generally perpendicular to the body portion of the first panel.
4. The post reinforcement of claim 1 wherein the strike surface is positioned at or adjacent to a top of the body portion of the associated one of the second or third panels opposite the stake portion, is generally flat and planar, and protrudes outwardly from the receptacle.
5. The post reinforcement of claim 1 wherein each of said first, second and third panels has a stake portion extending from the associated body portion.
6. The post reinforcement of claim 1 wherein the strike surface has a generally rectangular shape in top view.
7. The post reinforcement of claim 1 wherein the strike surface has a surface area of at least about four square inches in top view.
8. The post reinforcement of claim 1 wherein the stake portion extends from a bottom of the body portion of the associated panel at least partially inwardly in a direction toward an interior of the receptacle in a direction moving downwardly from the bottom of the associated panel.
9. The post reinforcement of claim 1 wherein the post reinforcement lacks a fourth panel positioned opposite to the first panel such that the post reinforcement is generally “U” shaped in top view to thereby enable a post to be laterally positioned in or removed from the receptacle.
10. The post reinforcement of claim 1 wherein the first panel, the second panel and the third panel are all made of a single, unitary seamless piece of material.
11. A post reinforcement comprising:
a first panel;
a second panel attached to the first panel at an angle thereto;
a third panel attached to the first panel at an angle thereto, wherein the first, second and third panels define a receptacle therebetween, each of the first, second and third panels includes a body portion, at least one of the first, second and third panels includes a stake portion extending from a bottom of the associated body portion, and wherein the post reinforcement lacks a fourth panel positioned opposite to the first panel such that the post reinforcement is generally “U” shaped in top view to thereby enable a post to be laterally positioned in or removed from said receptacle; and
a barb coupled to one of the panels, wherein said barb extends inwardly toward said receptacle with respect to a direction moving upwardly from a base of said barb.
12. The post reinforcement of claim 11 wherein said barb is positioned on the stake portion of the one of the panels.
13. The post reinforcement of claim 11 wherein the stake portion extends from the bottom of the associated body portion at least partially inwardly toward an interior of the receptacle in a direction moving downwardly from the bottom of the associated body portion.
14. The post reinforcement of claim 11 further comprising a strike surface coupled to one of the second or third panels and oriented generally perpendicular to the body portion of the associated one of the second or third panels.
15. The post reinforcement of claim 11 wherein each of said first, second and third panels has a stake portion extending from the associated body portion.
16. The post reinforcement of claim 11 wherein the first panel, the second panel and the third panel are all made of a single, unitary seamless piece of material.
17. A post reinforcement comprising:
a first panel;
a second panel attached to the first panel at an angle thereto; and
a third panel attached to the first panel at an angle thereto, wherein the first, second and third panels define a receptacle therebetween, each of the first, second and third panels includes a body portion and at least one of the first, second and third panels includes a stake portion extending from a bottom of the associated body portion, the at least one of the first, second and third panels including the stake portion having a lateral width, wherein the stake portion extends from a bottom of the associated panel to a depth at least as great as the lateral width, and wherein the post reinforcement lacks a fourth panel positioned opposite to the first panel such that the post reinforcement is generally “U” shaped in top view to thereby enable a post to be laterally positioned in or removed from the receptacle.
18. The post reinforcement of claim 17 wherein each panel is generally flat and planar.
19. The post reinforcement of claim 17 wherein the first panel, the second panel and the third panel are all made of a single, unitary seamless piece of material.
20. The post reinforcement of claim 17 further comprising a barb coupled to the stake portion, wherein said barb extends inwardly toward said receptacle with respect to a direction moving upwardly from a base of said barb.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US15/452,146 US9771735B2 (en) | 2015-01-23 | 2017-03-07 | Post reinforcement |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US201562107041P | 2015-01-23 | 2015-01-23 | |
US15/004,486 US9657493B2 (en) | 2015-01-23 | 2016-01-22 | Post reinforcement |
US15/452,146 US9771735B2 (en) | 2015-01-23 | 2017-03-07 | Post reinforcement |
Related Parent Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US15/004,486 Continuation US9657493B2 (en) | 2015-01-23 | 2016-01-22 | Post reinforcement |
Publications (2)
Publication Number | Publication Date |
---|---|
US20170175412A1 true US20170175412A1 (en) | 2017-06-22 |
US9771735B2 US9771735B2 (en) | 2017-09-26 |
Family
ID=56620872
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US15/004,486 Active US9657493B2 (en) | 2015-01-23 | 2016-01-22 | Post reinforcement |
US15/452,146 Active US9771735B2 (en) | 2015-01-23 | 2017-03-07 | Post reinforcement |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US15/004,486 Active US9657493B2 (en) | 2015-01-23 | 2016-01-22 | Post reinforcement |
Country Status (1)
Country | Link |
---|---|
US (2) | US9657493B2 (en) |
Families Citing this family (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US9771734B2 (en) | 2014-09-03 | 2017-09-26 | PermaPole LLC | Pole reinforcement system |
US10559231B2 (en) * | 2016-04-18 | 2020-02-11 | Fox Valley Realty Sign Llc | Sign post mounting apparatus |
US20220127805A1 (en) * | 2019-01-23 | 2022-04-28 | Ail International Inc. | Post for a sound wall and sound wall employing the same |
GB2581532B (en) * | 2019-02-25 | 2021-07-07 | Mccue Int Inc | Flange anchor |
USD914420S1 (en) * | 2020-01-31 | 2021-03-30 | Cambro Manufacturing Company | Shelving support post |
US20220333398A1 (en) * | 2021-04-19 | 2022-10-20 | Blake PIERMAN | Deck umbrella support system |
US20230035050A1 (en) * | 2021-06-23 | 2023-02-02 | 65 Innovations BV | Multi-spike fence post anchor |
US11795726B2 (en) * | 2021-11-09 | 2023-10-24 | David B. Stinson, SR. | Fence post sleeve assembly |
Citations (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1597573A (en) * | 1925-09-08 | 1926-08-24 | Glenn A Blue | Grave marker |
US3974604A (en) * | 1974-09-25 | 1976-08-17 | Conn J L | Easy anchor |
US4646489A (en) * | 1986-02-07 | 1987-03-03 | Feller Duane D | Plastic fence post bottom repair device |
US4874149A (en) * | 1988-09-15 | 1989-10-17 | The Gordon Corporation | Post support |
US5090656A (en) * | 1990-02-22 | 1992-02-25 | Brown Roger A | Post support |
US5261760A (en) * | 1992-03-10 | 1993-11-16 | Groupe Permacon Inc. | Precast curb section |
US5307603A (en) * | 1992-11-05 | 1994-05-03 | Chiodo Daniel J | Anchor device |
US5622356A (en) * | 1995-07-14 | 1997-04-22 | Duggan; James F. | Post protector |
US6101780A (en) * | 1998-02-09 | 2000-08-15 | Kreidt; William | Building construction device and process |
US6826800B2 (en) * | 2002-12-31 | 2004-12-07 | Yu-Chien Kao | Insert-and-play caster assembly |
US7730675B2 (en) * | 2006-11-06 | 2010-06-08 | Oz-Post International Llp | Post anchor with post holding impressions |
US8584413B1 (en) * | 2011-01-31 | 2013-11-19 | William R. Keller, Sr. | Easily connectable anchor and pillblock replacement for an embedded wooden post |
Family Cites Families (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US405658A (en) | 1889-06-18 | Pole or post protector | ||
US1584405A (en) | 1925-08-14 | 1926-05-11 | George B Spring | Reenforcement for poles |
US1789393A (en) | 1925-08-14 | 1931-01-20 | George B Spring | Reenforcement for poles |
US1712364A (en) | 1927-03-18 | 1929-05-07 | George B Spring | Reenforcement for poles |
US1706684A (en) | 1928-06-18 | 1929-03-26 | Clarence G Welsz | Base for fence posts |
US4516365A (en) | 1982-11-12 | 1985-05-14 | Chapman Nicholas J | Support assembly and method |
NZ208067A (en) | 1983-05-04 | 1990-01-29 | Rfd Consultants Pty Ltd | Tapered stake: flanges extend from rib |
US5345732A (en) | 1993-06-01 | 1994-09-13 | Knight John K | Method and apparatus for giving strength to a pole |
AUPN012594A0 (en) | 1994-12-16 | 1995-01-19 | Powerbeam Pty Ltd | Strengthening of poles |
US5636482A (en) | 1995-09-11 | 1997-06-10 | Klager; James E. | Wood fence post repair device and method |
US6578826B2 (en) | 2000-05-26 | 2003-06-17 | Joseph Pilcher | Fence post repair stakes and methods |
US6340147B1 (en) * | 2000-07-21 | 2002-01-22 | Jeff Dymarczyk | Fence post holder |
-
2016
- 2016-01-22 US US15/004,486 patent/US9657493B2/en active Active
-
2017
- 2017-03-07 US US15/452,146 patent/US9771735B2/en active Active
Patent Citations (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1597573A (en) * | 1925-09-08 | 1926-08-24 | Glenn A Blue | Grave marker |
US3974604A (en) * | 1974-09-25 | 1976-08-17 | Conn J L | Easy anchor |
US4646489A (en) * | 1986-02-07 | 1987-03-03 | Feller Duane D | Plastic fence post bottom repair device |
US4874149A (en) * | 1988-09-15 | 1989-10-17 | The Gordon Corporation | Post support |
US5090656A (en) * | 1990-02-22 | 1992-02-25 | Brown Roger A | Post support |
US5261760A (en) * | 1992-03-10 | 1993-11-16 | Groupe Permacon Inc. | Precast curb section |
US5307603A (en) * | 1992-11-05 | 1994-05-03 | Chiodo Daniel J | Anchor device |
US5622356A (en) * | 1995-07-14 | 1997-04-22 | Duggan; James F. | Post protector |
US6101780A (en) * | 1998-02-09 | 2000-08-15 | Kreidt; William | Building construction device and process |
US6826800B2 (en) * | 2002-12-31 | 2004-12-07 | Yu-Chien Kao | Insert-and-play caster assembly |
US7730675B2 (en) * | 2006-11-06 | 2010-06-08 | Oz-Post International Llp | Post anchor with post holding impressions |
US8584413B1 (en) * | 2011-01-31 | 2013-11-19 | William R. Keller, Sr. | Easily connectable anchor and pillblock replacement for an embedded wooden post |
Also Published As
Publication number | Publication date |
---|---|
US9771735B2 (en) | 2017-09-26 |
US9657493B2 (en) | 2017-05-23 |
US20160237712A1 (en) | 2016-08-18 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US9771735B2 (en) | Post reinforcement | |
US7438273B2 (en) | Anchor for securing an object to ground | |
US8066464B1 (en) | Deck fastener | |
US7444787B2 (en) | Concrete post anchor | |
US20230058344A1 (en) | Fence construction | |
US8448397B2 (en) | Anchor system for securing a concrete wall panel to a supporting concrete foundation | |
US8839572B2 (en) | Post anchor apparatus and method of use | |
US7707785B2 (en) | Variable girder tie | |
US6666625B2 (en) | Retaining wall support posts | |
US7594782B2 (en) | Integral retaining foot for rammed post or pole | |
US20220356724A1 (en) | Adjustable post anchor with auger ground support | |
US5772186A (en) | Fence employing uniform L-shaped flat sided galvanized steel posts and flat sided rails | |
GB2360301A (en) | Fence post support | |
AU2016100557A4 (en) | A retaining wall apparatus | |
GB2311201A (en) | System for securing strip material in ground to form a barrier | |
JP2003147785A (en) | Armored civil engineering and construction structure and metal fitting used therefor | |
KR102291157B1 (en) | Fence with driving pile type support structure and method of construction thereof | |
JP3159269U (en) | Prefab stairs | |
AU751023B2 (en) | Retaining wall support posts | |
GB2352256A (en) | Anchorage device for a post | |
AU2008100785A4 (en) | A Wall Support Upright | |
GB2343690A (en) | Fence post support bracket | |
KR200449524Y1 (en) | Mesh fence | |
NZ506612A (en) | Retaining wall support posts having fixing plate and sharp end | |
WO2016160763A1 (en) | Apparatus and method for supporting and anchoring a post |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
STCF | Information on status: patent grant |
Free format text: PATENTED CASE |
|
MAFP | Maintenance fee payment |
Free format text: PAYMENT OF MAINTENANCE FEE, 4TH YR, SMALL ENTITY (ORIGINAL EVENT CODE: M2551); ENTITY STATUS OF PATENT OWNER: SMALL ENTITY Year of fee payment: 4 |